According　to　the　structure　form　of　beam-column-slab　interior　joints　in　longitudinal　section　of　the　assembled　monolithic　subway　station,　a　full-scale　prefabricated　beam-column-slab　interior　joint　(PMJ-2)　and　a　full-scale　cast-in-place　concrete　beam-column-slab　interior　joint　(CMJ-2)　for　comparison　were　designed　and　fabricated.　The　failure　mode,　hysteretic　characteristic,　bearing　capacity,　deformation　capacity　and　stress　state　of　core　zone　of　the　joints　etc.　were　studied　through　low-cycle　reversed　loading　test.　The　results　show　that　the　deformation　capacity　of　the　two　beam-column-slab　interior　joints　is　approximately　the　same,　but　the　loading-stiffness　of　PMJ-2　is　larger　than　that　of　CMJ-2　evidently.　The　displacement　ductility　coefficient　of　PMJ-2　is　about　1.65　times　of　that　of　CMJ-2.　The　deformation　capacity　of　the　specimen　PMJ-2　is　improved　by　the　seams　between　assembled　components.　The　crack　failure　modes　of　the　specimens　are　obviously　different.　The　distribution　of　cracks　of　the　cast-in-place　concrete　beam-column-slab　interior　joint　are　homogeneous,　but　the　distribution　of　cracks　of　the　precast　concrete　joint　are　localized.　The　main　regions　of　cracks　are　distributed　along　the　plastic　zone　of　beam,　slab　and　core　zone　of　joint,　but　the　distribution　of　cracks　of　the　prefabricated　beam-column-slab　interior　joint　is　concentrated　around　the　lapped　seam　between　precast　part　and　cast-in-place　part　of　layered　slab.　The　supporting　corbel　of　beam　leads　to　the　increase　of　shear　area　in　the　core　zone　of　joint.　Thus,　the　overall　bearing　capacity　of　the　specimen　is　improved.　The　increased　shear　area　of　the　core　zone　of　joint　and　the　present　of　splicing　seam　are　beneficial　for　achieving　the　design　idea　＇strong-joint　and　weak-member＇.　©　2019,　Editorial　Office　of　Journal　of　Building　Structures.　All　right　reserved.